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Search b,� r Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11602-Rll Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Owens Corning Roofing and Asphalt, LLC Address/Phone/Email One Owens Corning Parkway Toledo, OH 43645 (740)321-6345 Greg.Keeler@owenscorning.com Authorized Signature Keeler Greg Greg.Keeler@owenscorning.com Technical Representative Greg Keeler Address/Phone/Email 2790 Columbus Road Granville, OH 43023 (740)321-6345 greg.keeler@owenscorning.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2023 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL11602 R11 COI 20 Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D4533 (tear strength) 2015 ASTM D4798 (weathering) 2011 ASTM D4869 (liquid transmission) 2016 ASTM D5035 (tensile) 2011 FRSA/TRI, Sixth Edition 2018 UL1897 2015 Equivalence of Product Standards Certified By https://www.floridabuilding.org/prlpr app_dti-aspx?param=wGEVXQwtDgsQFc5K%2fFrZeHYB7UCe5KMr%2fsMfwgra38uK418vXGoCQQ%3d%3d 1/2 2/23/2021 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products I I Method 1 Option D 12/16/2020 12/17/2020 12/26/2020 02/09/2021 02/12/2021 FL # _ Model, Number or Name Description 11602.1 Titanium Roof Underlayments P Synthetic sheet -type roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL11602 R11 II 2020 12 16 FINAL ER TITANIUM FL11602- Approved for use outside HVHZ: Yes i R11 pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/ 142.5 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of a specific underlayment system beneath tile roof systems. 1 FL11602 R17 AE 2020 12 16 FINAL ER TITANIUM FL11602- R11.12df Refer to ER Section 5.8.3 for details. 2.) Refer to ER Sections 5 and 6 for other Limits of Use. Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee Fl- 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: M 14F, ® eCh:t. E Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsQFc5K%2fTrZeHYB7UCe5KMr%2fsMfwgra38uK418vXGoCQQ%3d°/a3d 2/2 NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 CN) (203) 262-9245 ENGINEER EVALUATE TEST CONSULT Owens Corning Roofing and Asphalt, LLC One Owens Corning parkway Toledo, OH 43659 (740) 321-6345 tion Report i11980.11.08-R12 FL11602-R11 Date of issuance: 11/03/2008 Revision 12: 12/16/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nleminen, P.E. for use of the product under the Florida Building Code. The products described herein have been evaluated for compliance with the 71 Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: Titanium" Roof Ltnderlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEW ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO I etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: `v ytir; r � tva S�t�b Robert J.M. Nieminen, P.E. 's;Tc q� •.,� The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE29$3 �� C `` Nieminen, P.E. on 12/16/2020, This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 02018 NEMO ETC, LLC O.NEM0 I etc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Titanium"A Roof Underlayments, as produced by Owens Corning Roofing and Asphalt, LLC, have demonstrated compliance with the following sections of the 71h Edition (2020) Florida Building Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. STANDARDS: Section Prone.Pronerty Standard Year 1504.3.1 Wind resistance UL 1897 2015 1507.1.1, 1507.2.4,1507.2.9.2 / R905.1.1, Material standard ASTM D1970 2015 R905.2.8.2 1507.1.1.1(2&3, Exception), 1507.1.1.1(5)/ Tear strength ASTM D4533 2015 R905.1.1.1(2&3, Exception), R905.1.1.1(5) 1507.1.1.1(2&3, Exception), 1507.1.1.1(5) / Tensile strength ASTM D5035 2011 R905.1.1.1(2&3, Exception), R905.1.1.1(5) 1507.1.1.1(5) / R905.1.1.1(5) Liquid water transmission ASTM D4869 2016 1507.3.3 / R905.3.3 Material standard FRSA/TRI, Sixth Edition 2018 TAS 110 Accelerated Weathering ASTM D4798 2011 Ent! Examination Reference Date ERD (TST6049) Various, system tests 135520.06.11 06/15/2011 ERD (TST6049) Wind Uplift 135520,08.11-1 08/12/2011 ERD (TST6049) FRSA/TRI, the slippage 4j-OC-19-SSUDL-01.A 06/14/2019 ITS (TST1509) FRSA/TRI, partial 3126617COQ-005 10/31/2007 ITS (TST1509) ASTM D4869, LWT 101823107COQ-007A 12/09/2014 Owens Corning Product equivalency Declaration 06/18/2018 PR►(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI (TST5878) FRSA/TRI, partial OCF-343-02-01 11/09/2017 PRI(TST5878) ASTM D4798,D1970 OCF-341-02-01 11/27/2017 PRI (TST5878) TAS 117(B); Pull -through OCF-422-02-02 04/03/2018 PRI (TST5878) FRSA/TRI, partial OCF-425-02-01 08/13/2018 FRI(T5T557a) UL1557 1375TOOZ 07/1012019 PRI (TST5878) ASTM D1623, TAS 103 OCF-507-02-01 08/13/2019 PRI(TST5878) UL1897 1378TO117 10/20/2020 PRI (TST5878) ASTM D4533,D4798,DS035 1378TO210 10/15/2020 PRI (TST5878) ASTM D4533, D4798, D5035 1378T0111 10/15/2020 PRI(TST5878) ASTM D4533,D4798,D5035 1378TO112 10/15/2020 ITS (QUA1673) Quality Control Service Confirmation 12/09/2020 ITS (QUA1673) Quality Control Florida BCiS Current 4.1 PRODUCT Q Product Material Standard Plant(s) Description Titanium" PSU-30 ASTM D1970 and Dubai, UAE unreinforced polymer modified bitumen material FRSA/TRI 09-18 Brentwood, NH adhered to the underside of a polymer -coated, synthetic woven sheet. The underside is backed with a release film. Unit weight 24 lbs/square NEMO ETC, LLC Evaluation Report 111980.11.08-R12 Certificate ofAuthorization #32455 7"' EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 2 of 8 4.2 4.3 4.4 0 IiIEM01 etc, Product Material Standard Plant(s) Description Titanium'°" UDL-25 1507.1.1.1(2&3, Qingdao, China synthetic sheet -type underlayment comprised of Exception), 1507.1.1.1(5) J a woven core coated on one side with a polymer R905.1.1.1(2&3, coating. Unit weight 2.5 lbs./square Exception), R905,1.1.1(5) Titanium1" UDL-30 1507.1.1.1(2&3, Qingdao, China synthetic sheet -type underlayment comprised of Exception), 1507.1.1.1(5) J a woven core coated on both sides with a R905.1.1.1(2&3, polymer coating. Unit weight 4.0 lbs./square Exception), R905.1.1.1(5) TitaniumT" UDL-50 1507.1.1.1(2&3, Qingdao, China synthetic sheet -type underlayment comprised of Exception), 1507.1.1.1(5) / a woven core coated on both sides with a R905.1.1.1(2&3, polymer coating. Unit weight 4.7 lbs./square Exception),. R905.1.1.1(5) 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami - Dade Counties). 5.3 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 TitaniumT" Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers. i TABLE 1: ROOF COVER OPTIONS FBC Section: 1507.2 1507.3 1507.4 & 1507=5 1507.7 1507.8 & 1507.9 I Underla ent Asphalt clay and concrete "Me Metal Paneis Slate or State- woad Shingles and Mechanical Adhesive- Shingles and Shingles Type Shingles Shakes Attach set Yes Yes Titanium PSU-30 Yes Yes Yes Yes (joint strips, 1507.1.1.3 J (See 5.5.1) R905.1.1.3) Titanium UDL-25 Yes No No Yes Yes No Yes Yes Titanium UDL-30 Yes (Base Sheet in (Base Sheet in Yes Yes No 2-piysystem) 2-plysystem) Titanium UDL-50 Yes No No Yes Yes No NEMO ETC, LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization #32455 7` EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12: 12/16/2020 Page 3 of 8 ONEM01 etc, 5.6.1 Adhesive -set is limited to use of following underlayment / tile -adhesive combinations. TABLE IA: ALLOWABLE TILE ADHEsivE / UNDERLAYMENT COMBINATIONS' Underlayment Adhesive Florida Product Approval Titanium. PSU-30 Dupont "Tile Bond"' Roof Tile Adhesive" FL22525 ICP Adhesives and Sealants "Polysetm AH-160" FL6332 iCP Adhesives and Sealants "Polyset® RTA-1" FL6276 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Substrates (designed to meet wind loads for project) Type Primer Material(s) Titanium PSU-30 self -adhering Deck / sheathing (Optional) ASTM D41 Plywood Base sheet None ASTM D226, Type It felt ASTM D41 Titanium UDL-30 None Titanium UDL-30 (inverted) 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON -TILE prepared roof coverings, attachment shall be in accordance with the manufacturer's installation instructions, but —for mechanically attached underlayments or base sheets - not less than FBC 1507.1.1 or R905.1.1. 5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions, but not less than Section 5.8.3 herein. 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. The Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). 5.8.3.1 Direct -to -Deck: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRl Florida High Wind Concrete and Clay Roof Tile installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #1 Maximum Design Pressure = -45 psf: Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 Underlayment: One or two plies Titanium PSU-30, self -adhered and back -nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. MEMO ETC, LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization #324S3 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 4 of 8 OMEMO 1 etc. #2 Maximum Design Pressure = -142.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: One ply Titanium PSU-30, self -adhered and back -nailed max. 6" o.c, with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. 5.8.3.2 Mechanically -Attached Base Sheet: The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Lass Prevention Data Sheet 1-29 (February 2020) for enhancements. #3 Maximum Design Pressure = -30 asf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30 (inverted) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga.,1-5/8" diameter tin caps Spacing: 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required at all tin -caps. Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #4 Maximum Design Pressure = -30 psf*: Deck: Min. IS/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Fasteners: Spacing: Primer: Underlayment: Titanium UDL-30 (printed side up) 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga., 1-5/8" diameter tin caps. 6-inch o.c. at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows. ASTM D41 primer required over printed side of UDL-30. One or two plies, Titanium PSU 30, self -adhered and back -nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. MEMO ETC, LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL21602-Rll Titanium Roof Underlayments Revision 12:12/16/2020 Page 5 of 8 5.9 (NNEMOJetc. #5 Maximum Design Pressure = -45 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30 (inverted) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga., 1-5/8" diameter tin caps Spacing: 6-inch o.c. at 4-inch wide side laps and 84nch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required at all tin -caps. Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #6 Maximum Design Pressure = -45 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30 (printed side up) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga.,1-5/8" diameter tin caps. Spacing: 6-inch o.c. at 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies, Titanium PSU 30, self -adhered and back -nailed 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Underlayment Prepared Roof Cover Installation Type Maximum Exposure (days) Titanium PSU-30 Mechanically attached 180 Adhesive -set tile 30 Titanium UDL-25, Titanium UDL-30, Titanium UDL-50 Mechanically attached 180 NEM4 ETC, LLC Evaluation Report 111980,11.08-R12 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-RII Titanium Roof Underiayments Revision 12:12/16/2020 Page 6 of 8 ON EMO I etc. 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECKTiLE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Titanium PSU-30 Flat Max.10-tile stack 5:12 Flat Max 5-tile stack 6:12 Lugged Max.10-tile stack 4:12 Lugged Max. 5-tile stack 5:12 Lugged Max, 10-tile stack f5 over 51 5:12 6. INSTALLATION: 6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Titanium'" UDL-25, Titanium UDL-30 or Titanium UDL-SO: 6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2, Exception), 1S07.1.1.1(3, Exception) or 1507.1.1.1(5) or FBC Residential R905.1.1.1(2, Exception), R905.1.1.1(3, Exception) or R905.1.1.1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. 6.3.2 Fasteners Minimum fasteners shall be corrosion resistant, ring -shank cap nails shall be as set forth in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3. 6•4 Titanium'" PSU-30:� 6.4.1 Non -Tile Applications: Shall be installed in compliance with requirements for an approved self -adhering underlayment (ASTM D1970) in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. When installed over a mechanically attached, FBC Approved ASTM D226 Type ii felt, the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. MEMO ETC, LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12: 12/16/2020 Page 7 of 8 (NNEMO I etc. 6.4.2 Ti►e Applications: Shall be installed in compliance with requirements for a Self -Adhered Membrane in the FRSA/TRl Florida Nigh Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's installation instructions. Refer to Section 5.8.3 for attachment limitations. Refer to Table 4 for the staging limitations. 6.5 Titanium 2-Ply System: 6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top -surface primed or sheet inverted) mechanically attached to the wood roof deck followed by Titanium PSU-30, self -adhered. 6.5.2 Non -Tile Applications; Instals Titanium UDL-30 (top surface primed or sheet inverted) in accordance with Section 6.3 followed by Titanium PSU-30 in accordance with Section 6.4. 6.5.3 Tile Applications: Refer to Section 5.8.3 for attachment limitations. Refer to Table 4 for the staging limitations. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. ASSURANCE intertek Testing Services NA Inc. — QUA1673; (312) 906-7779; maura.noriander@intertek.com - END OF EVALUATION REPORT - NEW ETC, LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization #32455 7"' EDITION (2020) FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underiayments Revision 12:12/16/2020 Page 8 of 8